in Figs. P13.1-P13.4 by using the method of consistent deformations. Select the reaction moment at the fixed sup. port to be the redundant.
Determine the reactions and draw the shear and bending moment diagram. Use the method of consistent deformations and select the reaction at the roller support to be the redundant.
draw the shear and bending moment diagrams also please For the continuous beam shown, compute the support reactions using the method of consistent deformations by taking the reaction at support B as redundant. Also, draw the shear and bending moment diagrams. The beam is subjected to a 20 kips concentrated load at the middle of the left span plus a 1.5 inch settlement of support B. Use deflection formulas to determine deflections at B. Assume E-29000 ksi and I-750 in...
Problem 2: For the truss shown, compute all member forces using the method of consistent deformations by taking the force in member M6 (between joints 1 and 4) as redundant. Given: E-29,000 ksi and A-2.0 in2 A-2.0 in for all members. 20 kips 3 4. M4 M5 M6 10 ft uo M1 2 10 ft
(b) Setup compatibilty equations to find the reaction moment at A (using the method of consistent deformations) L/2 L/2 L/2 L/2 El constant Hint : Consider the determinate structure shown below (two simply supported beams are connected by a hinge at B) L/2 L/2 L/2 L/2 (b) Setup compatibilty equations to find the reaction moment at A (using the method of consistent deformations) L/2 L/2 L/2 L/2 El constant Hint : Consider the determinate structure shown below (two simply supported...
Q7) Find the member forces in the truss shown in Fig.7 using method of Consistent Deformations. Assume "AE "is constant for all the members. 120 kN 12 ft 9 ft Figure 7
on at b in Fig. 5-23 by the method of consistent deformations constant E 1*/ft I 1,000 in. 1,500 in. 10 ft 1 10 ft Figure 5-23
5. Use the virtual work method using visual integration and only bending deformations to find the indicated deflections/rotations in each structure. Calculate the deflection at point D and the rotation at point B. 1.46-10 mm and E 200 GPa. (20pts) Moment release 60 kN 80 kN 5 m 5 m 5 m
Chapter 5 Problems 157 calculation, which may not involve the support reactions. Also, we include only the l rces included, as in Eq. 4-32 of Sec. 4-8. This e nothing in the complete vector with zero applied fo is allowed because the zero applied forces Consequently, are desired, then we need to include even the zero applied nodal forces at the beginning. however, we are able to solye for , only. If all nodal displacements 0 PROBLEMS IS -1. Analyze...
5. Use the virtual work method using visual integration and only bending deformations to find the indicated deflections/rotations in each structure. Calculate the deflection at point D and the rotation at point B.I-1.46-10'mm and E 200 GPa. (20pts) 80 KN Moment release 60 KN 5 m 5 m 5 m 5 m 6. Use the virtual work method include both shear and bending deformations to determine the vertical deflection and rotation at point B. E-29,000 ksi; G 11000 ksi 1...
Use the force method (method of consistent distortions) to find the value of the redundant force indicated in each truss. E is constant for all members.